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Publications by [Hussain M.]
Total Items found:
Drained residual shear strength is applicable to slopes containing preexisting shear surfaces and preexisting landslides. Laboratory ring shear testing by various researchers suggest the possibility of strength gain along preexisting shear surfaces which had ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
Proceedings of Specialty Conf. GEO-FRONTIERS 2011, ASCE, Dallas, TX, March, 2011, pp. 3659-3668.
Hussain M.
,
Stark T. D.
et al.
Back-analysis of a landslide is performed to estimate the mobilized shear strength of the problematic layer. Back-analysis can be an effective procedure for estimating the mobilized shear strength because it avoids the problems associated with laboratory and ...
Filed under:
Engineering Geology -
Landslides
Reference:
Proceedings of International Conference on Geotechnical Engineering, Pakistan Geotechnical Engineering Society (PGES), Lahore, Pakistan, November, 2010, 159-166 p.
Drained residual shear strength is considered applicable for the analysis of slopes with a preexisting shear surface. Torsional ring and direct shear tests were performed to investigate the gain in strength, if any, along a preexisting shear surface with time. ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Stark T. D.
,
Akhtar K.
et al.
This paper describes input parameters and stability analyses for a municipal solid waste (MSW) landfill experiencing elevated temperatures due to an aluminum waste reaction. The scenarios analyzed to investigate slope stability include elevated temperatures ...
Filed under:
Environmental Geoengineering -
Waste and Landfills
Reference:
Proceedings of Specialty Conference GeoFlorida 2010: Advances in Analysis, Modeling and Design, ASCE, Orlando, FL, March, 2010, 10 p.